limited deformation 中文意思是什麼

limited deformation 解釋
有限形變
  • limited : adj 1 有限的，有限制的；【政治學】（君主權力）受憲法限制的。2 〈美國〉乘客名額有限制的，速度快的...
  • deformation : 變形,走樣
  1. ( 2 ) the lateral deformation is effectively limited by reinforced earth layers and the settlement becomes small. @ the lateral deformation is enlarged on soft foundations, and the settlement becomes large. @ the reinforced earth layers on soft foundations behaves extension. the response behaviors of high sand - gravel embankment are indicated as the following : ? he amplification factor of earthquake acceleration varies with reinforced earth structure. ( 2 ) the basic frequency of the original embankments in different reinforcement conditions is about 0. 76hz. ? the amplitude of dynamic deformation appears small and the dynamic stability is safe

    研究表明：加筋土體能有效地限制路堤的側向位移發展，減小沉降變形量；軟基路堤的側向位移較大，將顯著地增大路堤的沉降變形；軟基上加筋土墊層中產生的拉應力最大；加筋砂礫土路堤在振動荷載作用下動變形反應較小，具有良好地動力穩定性。
  2. According to granite ages cutting ruptures, mineralized quartz veins ages corresponding to fold deformation and formation ages of bilateral faulted basin, deformation age are limited, that are 100 ~ 65ma for one and form 65ma to the present for two and three

    根據斷裂截切的花崗巖體年齡、同期褶皺變形的含礦石英脈年齡以及斷裂兩側斷陷盆地的形成時代，大致限定第1期變形時代為100 65ma ，第2 、 3期變形時代為65ma現今。
  3. As a foundation pit excavating support technology which is easy and celerity to implement, safe and less cost, soil nailing is getting more and more application to deep excavation construction. however, soil nailing cannot be used in very soft soil or for cases which deformation of the soil nailing has to be strictly limited. to cope with these more difficult situations, compound soil nailing, i. e. a combination of soil nailing with soil - cement mixing piles or mini pile, is recently developed

    土釘支護作為一種經濟可靠、快速簡便的擋土技術，已在深基坑開挖施工中得到越來越多的應用，但單純的土釘支護技術不能用於淤泥質土，砂土等不良土層及對變形控制嚴格的情況，所以近年來又發展了土釘與攪拌樁、微型樁等支護相結合的復合型土釘墻支護形式。
  4. Simulating on polycrystalline cyclic deformation indicates that hardening first appears at grain boundary then spreads to grain inside. finally, hardening is not well - distributed in the specimen when deformation is limited

    循環塑性模擬對于多晶材料的bauschinger效應和晶粒間硬化過程以及硬化在試樣上的非均勻分佈給出了相應的描述。
  5. A bearing surface transmits the interaction between an arch dam and its foundation, the strength of which directly affects the constraint of the bedrock to the dam, and thus affects the stress and deformation of the dam. the influence is studied in this paper with nonlinear finite element method, as an example, for a high arch dam in design. the results show that the influence on stress is only limited within the local area near the bearing surface, larger on the maximum principal tensile stress than on the principal compression stress, and the decrease of the strength does not cause unlimited increase of the maximum stress. the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam, especially the relative downstream displacement. at the lower strength of the bearing surface, the relative downstream displacement at the bottom of the dam increases with the decrease of the strength

    建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應力和變形.採用非線性有限單元法，以設計中的某高拱壩為例，分析建基面強度對壩體應力和變形的影響.結果表明建基面強度對壩體應力的影響僅限於建基面附近的局部范圍，對最大主拉應力的影響要大於對最大主壓應力的影響，建基面強度的降低不會無限地增大壩體的應力數值；建基面強度對壩頂位移的影響較小，但對壩底位移（尤其是順河向相對位移）的影響較大，當建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大
  6. However, their application is currently limited by the poor ductility and strong resistance to deformation at elevated temperature

    但這類材料的塑性差、高溫變形抗力大，使其難以加工成形，阻礙了其實用化。
  7. First, a realistic 3d human body model which integrates with anthropometric data and a method of 3d human body modeling and deformation are researched. secondly, a corresponding realistic 3d multi - joint reach - space model with limited joint rotating angles is presented. then, a motion editing and motion retargeting method which aims at motion capture data is applied to a work motion simulation in this paper

    首先結合人機工程統計數據建立了簡化的三維人體模型，並研究了參數化人體模型變形方法；其次探討了多關節且關節轉角受限制的三維人體尺度模型；然後介紹一種針對運動捕獲數據的人體關節運動編輯和重定向方法，並將其應用於操作動作模擬。
  8. When a slope deformation is limited not only by bottom slide plane but also by lateral slide planes, the calculated stability coefficient by using a two - dimension model is usually lower than the actual situation

    摘要當邊坡的變形不僅受底部邊界約束而比還受側限作用時，其穩定性計算按平面問題簡化常存在較大的誤差。
  9. Its test specimens are four r. c hollow shear walls with vertical seams ; they have different heights and two loading measures. firstly, studies the stress distribution and deformation of the shear wall in elastic phase with ansys limited element program

    本課題為帶豎縫鋼筋砼空心剪力墻板抗震性能試驗研究，試驗的對象為四個不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板。
  10. This mode of damage is essentially analyzed with a simple static approach by comparing post - earthquake residual strength of sand with initial stress due to gravity. the other involves limited, but often large, amount of deformation due to significant reduction in soil stiffness but without involving mechanism of failure in soil

    一種為飽和砂土的強度的降低而導致的完全流動破壞；另一種為不涉及土體的破壞機理，但由於土體勁度的降低而產生有限的大變形，稱為循環活動性。
  11. Plastic limited deformation analysis of the clamped rectangular steel plate subjected to air non - contact explosions

    空爆載荷作用下固支矩形鋼板的塑性極限變形
  12. The technique of splitting grouting is a method for handling the earth dam " s stability with deformation and permeation. it is developed quickly in several decades. the author, regarding left subsidiary dam of shenzhen reservoir as an example, uses the limited element method to proceed the dam ' s seepage calculation, combines the contrast analysis with prototype data and predicted data, then compares the dam ' s seepage behavior " s changes before splitting grouting with that after splitting grouting, has some basic conclusions

    土壩壩體劈裂灌漿技術是近幾十年來發展迅速的一種處理土壩壩體變形穩定和滲透穩定問題的方法，本文以深圳水庫左副壩為具體實例，利用有限單元法進行了壩體滲流計算，並與原型觀測資料進行對比分析，然後比較了劈裂灌漿前後壩體滲流狀況的改變，並對壩坡穩定進行分析，得出了一些基本結論，對利用有限單元法求解劈裂灌漿前後壩體的滲流問題提出了一些建議。
  13. Many scholars have done extensive research on spacial frame optimization design. but these studies are almost based on the theory of limited flexibility in small deformation linear elasticity theory, without considering the structure of the nonlinear element

    對于空間剛架結構形狀優化問題，許多學者都進行了廣泛的研究，但研究內容幾乎都是基於小變形線彈性理論的有限元法，而未考慮結構的非線性因素。
  14. It ' s we1l known that the windshield material is an organic material. it shows visco - plastic behavior which is that the stress - strain curve, the yield stress and the limited stfess varied with the material deformation rate

    眾所周知，風擋材料為有機材料，一方面呈現出粘彈塑性特性，即材料的應力應變曲線、屈服應力、破壞應力都隨著材料變形速率的變化而變化。
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